The paper presents comparison of basic methods for generating synthesized accelerograms. The model of generating a synthesized seismic effect for a specific construction site is offered. The comparative analysis of methods for generating synthesized accelerograms based on semi-empirical and deterministic approaches for the 40-storey building site in Grozny is made. The comparative analysis of the offered model for generating artificial accelerograms and the real record in terms of the El-Centro earthquake is carried out.

In compliance with amount of works on monitoring of dynamic behavior of buildings and constructions in seismodangerous areas the CREE TSNIISK named after V.A. Kucherenko carried out of installation work of station of dynamic monitoring in Kamchatka region. During operation of stations there was one earthquake measuring 7,7 and epicenter in the 200th kilometers from the settlement of Nikolskoye.